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HomeMy WebLinkAboutTHUNDERBIRD HEIGHTS #1 BLK 7 LT 2Thunderbird
Heights #1
Lot 2
Block 7
#051-581-06
Municipality of Anchorage
AUG ® 2p19
Community Development Department Page 1 of 3
On -Site Water & Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number. OSP191118 PID Number. 051-581-06 ❑ New N Upgrade
Name:
PAUL AND MARY FLETCHER
ABSORPTION FIELD
❑ Deep Trench ❑ Shallow Trench ❑ Bed ound
Address:
24536 THUNDERBIRD DRIVE, CHUGIAK, AK 99567
❑ Other
Phone: No. of Bedrooms:
Soil Rating:
Total Depthfrom origin de:
702-209-8007 4
GPD1Sq. FL
Ft
LEGALDESCRIPTION
Depth to pipe Invert from original grade:
Ft,
Grave epth beneath pipe:
Ft.
Subdivision: Block: Lot:
THUNDERBIRD HEIGHTS #1 7 2
Fill added above original grade: G
Gravel length:
FL
FL
Township: — Range: — Section: —
Gravel width:
FL
Beds Number of lines:
Distance between lines:
FL
SEPARATION
DISTANCES
Total abso p' area:
Numberof trenches:
Dist between trenches:
To
Septic
Absorption
Lift
Holding
Public/Private
From
Tank
Field
Station
Tank
Sewer Lines
sq. FG
Ft
Well
100'+
_
_
25'+
TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other
Manufacturer.
capacity.
Surface Water
100'+
-
-
-
ANCHORAGE TANK
1250
N/A
Gal.
Lot Line
5'+
-
-
-
Material:
Number of compartments:
STEEL
2
Foundation
.10'+
LIFT STATION
Curtain Drain
NONE KNOWN
Manufacturer.
c
Gal.
Remarks: 'SEPTIC TANK IS 5'+ FROM CLOSEST PIER BLOCK FOR
'Pump on" level at
"Pump off" level at
High water alarm at
LOW LYING DECK (<30").
7PUMPe & Moder
Electrical Inspections performed by.
PIPE MATERIAL
House to tank D3034 Tank to D3034
drainfield
Installer
ARM SEPTIC SERVICES
Drainfield EXISTING CO/MT D3034
Inspector GEG, Ltd.
BENCH MARK (Assumed elevation)
100.00 Ft
Inspection
Location and Description:
Dates: 1 St 7/17/2019 2nd -
3rd - 4th
BACK PATIO DOOR THRESHOLD
Community Development Department Approval
ENGINEER'S SEAL
�F
��.�
Conditional approval: Date:
;:•
= *�'•
*�e
low.....:.�.%..�.. ....... .... ...!i
i�r...Il:
....... .... .i
0� Je rey A. Garnhss .c• i
�j�i :./• CE -791 °�=o
1
I `j
.....�ONP��••
Approved: �X/l/ [Al?�'t� Date: ?Sl 1 I
pp
1
ICEN •sem
41,1,,I`S�
#
Inspection Report _1-1-12.doc
OSP191118 RECORD DRAWING 05158106 BER:
KEY BOX LOCATION
I ,
PER AWWU DRAWINGS
1 I
LOT 1, BLOCK 7;
APPROXIMATE LOCATION
1
THUNDERBIRD HEIGHTS #1
WATER SERVICE LINE
1 �T I
y,
1982 TRENCH. LIQUID LEVEL IN
Z
THIS TRENCH DID
NOT CHANGE
" I
LOW-LYING DECK (<30" TALL) DURING 4/16/2019 ADEQUACY TEST
SUPPORTED BY PIER BLOCKS
1987 TRENCH.
,
PASSED ADEQUACY
TEST ON 4/16/2019
T
•�
C1
DOUBLE CLEANOUTS yycti
y I
(DBL1 & DBL2)
m
3
I
yopso .
i
F
I
NEW 1250 GALLON
STEEL SEPTIC TANK
r
I
,
A B
FCO 25.8 2.7
I
ST1 36.1 13.8
ST2 36.5 19.5
DBL1 36.4 21.2
DBL2 35.5 20.7
I
C01 55.0 41.7
MT1 54.9 41.6
SUMP 14.8 29.2
N
I
SCALE:
I
1"=30'
I
NOTE: THE OLD 1,000 GALLON SEPTIC TANK WAS
LOT 1, BLOCK 7;
I
I
FILLED WITH CONCRETE AND DECOMMISSIONED IN
THUNDERBIRD HEIGHTS #1
PLACE AND THE OLD 500 GALLON SEPTIC TANK WAS
I
REMOVED AND DISPOSED OFFSITE PER THE CONTRACTOR
I
AV
GARNESS ENGINEERING
GROUP, Ltd
9
—__ -- - - CIVIL & ENVIRONMENTAL ENGINEERS--------]
-ANCHORAGE,
10
3701 E. TUDOR ROAD, SUITE 101 AK 99507 -PHONE (907) 337-6179 -FAX (907)338.3246'WEBSITE: www.gamessengineering.com
,........................
•••••••••••• ..........�;!•.
'� A. ess
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
:: �`c=
PAUL AND MARY FLETCHER
702-209-8007
2 OF 3
♦ CE- ' _•�
♦J'�•. �AW
•..� !� I ••AV
♦1
PROJECT/LEGAL DESCRIPTION:
DRAWN BY:♦
THUNDERBIRD HEIGHTS S/D #1; BLOCK 7, LOT 2
J.L.M.
Q p•••• •.••• ••P\,:��
LCE NSE,'��.-ESS
\\\�•
TYPE OF WORK:
DATE: REVISED
RECORD DRAWING OF SEPTIC SYSTEM UPGRADE
8/12/2019
#AECc8aa
PERMIT NUMBER
OSP 19 1118118: RECORD DRAWING
FINAL GRADE = 97.92-98.45
TOP OF TANK2" OF INSULATION
AT INLET = 95.00—\ PER CONTRACTOR)
INVERT OF BUNGI NEW 1250 GALLON
AT INLET = 94.37
/
----/// SEPTIC TANK
PARCEL ID NUMBER:
051-581-06
—TOP OF TANK
AT OUTLET = 95.07
-INVERT OF BUNG
AT OUTLET = 94.29
..••• ' Ste•
♦:.I e e . Gar ess c w.
i
c1� �
E AV
LICENSEilkx
#AECC884
GARNESS ENGINEERING
GROUP, Ltd
'—�— -- _- --__ - CIVIL & ENVIRONMENTAL ENGINEERS-------- -�_— --�
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 -PHONE (907) 337-6179 -FAX (907)338-3246 * WEBSITE: www.gamessenglneedng.com
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
PAUL AND MARY FLETCHER
702-209-8007
3 OF 3
PROJECT/LEGAL DESCRIPTION:
DRAWN BY:
THUNDERBIRD HEIGHTS S/D #1; BLOCK 7, LOT 2
J.L.M.
TYPE OF WORK:
DATE:
�,_ RECORD DRAWING OF SEPTIC SYSTEM UPGRADE
7/31/2019
PARCEL ID NUMBER:
051-581-06
—TOP OF TANK
AT OUTLET = 95.07
-INVERT OF BUNG
AT OUTLET = 94.29
..••• ' Ste•
♦:.I e e . Gar ess c w.
i
c1� �
E AV
LICENSEilkx
#AECC884
X
I
8435Q
F13
SCALE: V_ 40'
EASEMENTS OF RECORD, OTHER THAN
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HEREON.
UNLESS OTHERWISE NOTED
lot*
4%:p, *Nxxx % I I #
°,F
AW A,
•
ow 4-9 th
0 0 s O's 0 0 0 0 0 V* 0 0 0
0 0 0 0 0
I Jr 'Al lizabeth L. alatka
0
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8036 — LS o -
AW
@ 1- 7
C6 ~
lop AW
�?Op'ess I ONA_ 'MW
FE 19-71 P9
RCJ
WS19
9E
RECERTIFIED 8-06-19
AS -BUILT NO CORNERS SET THIS DATE
I hereby certify that I have performed a Mortgagee's inspection
of the following described property:.Lgt 2 Block 7,
THUNDERBIRD HEIGHTS #1
Anchorage Recording District, Alaska, and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto, that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways, transmission lines or other
visible easements on said property except as indicated
hereon.
Dated at Anchorage, Alaska
this 151h day of_ April _,2016.
FRED WALATKA & ASSOCIATES, L.L.C.
Engineers and Surveyors
907-248-1666
MUNICIPALITY OF ANCHORAGE
t„cnr
On-Site Water&Wastewater Program '5.;.
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsite
-16-1-1-10117
1) MCI)t
On-Site Wastewater Disposal System Permit
Permit Number: OSP191118 Effective Date: 4/23/2019
Work Type: SepticTank Upgrade Expiration Date: 4/22/2020
Tax Code Number: 05158106000
Site Legal Address: THUNDERBIRD HEIGHTS#1 BLK 7 LT 2 G:1865
Site Mailing Address: 24536 THUNDERBIRD DR, Chugiak
Owner: FLETCHER PAUL JOSEPH ANDREW Lot Size in Sq Ft: 28993
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4
This permit is for the construction of:
❑ Disposal Field Q Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions: Provide a minimum 5 ft separation between the new tank and deck supports if deck is>30”
high.
Received By. Date: z`S 1
Issued By: labe&A Aivt, g Date: 9®/7
MUNICIPALITY OF ANCHORA ' 45641
er) AD,
Community Development Department Phone �7-343-7�0 !g
Development Services — Fax: ',Cc- 343-7997
On-Site Water & Wastewater Program G ,i,•,Mayor Dan Sullivan 6 8 L g g 7 -
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 0.5-/-5,3 (-O '
Property owner(s) PAUL AND MARY FLETCHER Day phone 702-209-8007
Mailing address 24536 THUNDERBIRD DRIVE, CHUGIAK,AK 99567
Site address 24536 THUNDERBIRD DRIVE, CHUGIAK,AK 99567
Legal description (Sub'd, Block& Lot ) THUNDERBIRD HEIGHTS#1; BLOCK 7, LOT 2
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(®all that apply) Initial ❑ Single Family(SF)
Absorption Field ❑ (w/wo ADU)
Septic Tank ® Upgrade El
Duplex (D) ❑
Renewal ❑
Holding Tank ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
NONE Distance: -
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP,Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: c9A5 Waiver Fees:
Date of Payment: gl)aa-1 tq Date of Payment:
Receipt Number: 0'0)330 Receipt Number:
Permit No. O5Pl q tits Waiver No.
(Rev.01/11)
Quanics
,
4.
s„._„_„,
GARNESS ENGINEERING GROUP, Ltd Dealer
ENGINEERING SALES CONSULTING
April 19, 2019
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic Upgrade for Thunderbird Heights S/D #1 ; Block 7, Lot 2
To whom it may concern:
The referenced property has a 4 bedroom residence that is served by public water and a
private septic system. The septic system consists of a 1 ,000-gallon septic tank, 500-
gallon septic tank, and two (2) deep trench type drainfields. The 1 ,000-gallon steel septic
tank and the original deep trench was installed in 1982; and the 500-gallon steel septic
tank and another deep trench drainfield were added to the system 1987. We have recently
performed a septic adequacy test on the 1987 trench and found it to absorb 600+ gpd.
Due to the age of the septic tank/s, the owners would like to upgrade their septic tanks.
Attached is a design drawing showing the proposed septic tank upgrade. We are
proposing that both the septic tank be excavated and completely removed, and a new
1530 2-compartment Infiltrator tank or a 1250-gallon steel septic tank be installed in the
same area as the old septic tanks. This will require removing the southern portion of the
deck and permanently removing the deck and sono-tube supports. The northern portion
of the deck is supported by pier blocks and can remain in place. A portion of the fence
will also need to be removed for this installation. The owners are aware of the impact on
the decking and fencing required for this installation.
We are unaware of any adverse impacts this installation would have on adjacent wells or
septic systems. I you have any questions, please contact us at 337-6179. Thank you
foour as 'st.n _.
Since ly, ,
I
re A. Gar : s, ' E., M.S.
Presi.-n
3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246'Website: www.garnessengineering.com
1
I NOTE:ALL PROPERTIES IN 11 \
HERITAGE PARK S/D ARE KEY BOX LOCATION
SERVED BY PUBLIC WATER LOT 1,BLOCK 7; PER AWWU DRAWINGS ` 1
THUNDERBIRD HEIGHTS#1
APPROXIMATE LOCATION 1\ \
WATER SERVICE LINE 1 1
1 G\
—1982 TRENCH. LIQUID LEVEL IN 4 Z '
PROPOSED 1530 2-COMPARTMENT THIS TRENCH DID NOT CHANGE /,' O 1
INFILTRATOR SEPTIC TANK OR DURING 4/16/2019 ADEQUACY TEST ,Ll 1
1250 GALLON STEEL SEPTIC TANK .
/ 1
1
1987 TRENCH. .i'` N 1
PASSED ADEQUACY - / 1 O 1
TEST ON 4/16/2019
S`5
TEST • /
011 .
0 1 ...
m l
* 1
INSTALL DOUBLE °--- O2, �� \ 1
CLEANOUTS �� X/ Z 1
46kc„ti,v ' T.
tiO�s°OM
EXISTING 1,000 GALLON AND NIP �'500 GALLON SEPTIC TANKS 1
TO BE COMPLETELY REMOVED 1
AND DISPOSED OFFSITE(SEE NOTE)
EXISTING FOUNDATION CLEANOUT
042R�g1- • . . .
)1(k)
NOTE:THE SOUTHERN PORTION OF THE DECK ' `
WILL NEED TO BE PERMANENTLY REMOVED
ALONG WITH ALL SONOTUBES.PORTIONS OF
THE FENCE ALONG THE SEPTIC TANK WILL ALSO
NEED TO BE REMOVED FOR THIS INSTALLATION. I
I
SCALE: I
ii
1"=30'
I
I
GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER
THAT PERTAINS TO THIS DESIGN.BY PROCEEDING LOT 1,BLOCK T
THUNDERBIRD HEIGHTS#1
FORWARD WITH THIS INSTALLATION,THE I
ENGINEER,WELL DRILLER,CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY HAVE I
READ THESE SPECIFICATIONS AND AGREE TO I
ACCEPT THE TERMS AND CONDITIONS OUTLINED.
r /
. 04,
.*��� Or I ..
::'--sy. ,0\ .'•* *
GARNESS ENGINEERING GROUP, Ltd, , •
ANNild CIVIL& ENVIRONMENTAL ENGINEERS • iv •
•
3701 E.'TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gamossengineving.com •••• 7
• !
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 C111 •- e • -f eSS:: =
PAUL AND MARY FLETCHER 702-209-8007 1 OF 1 �.� '•. •
CE 795 .' ,��
♦ I.•.•
PROJECT/LEGAL DESCRIPTION: DRAWN BY: (�P''•.•••(t I t(�'�<7•
THUNDERBIRD HEIGHTS S/D#1; BLOCK 7, LOT 2 J.L.M. ..FOP ' •••• Cis*
�...
TYPE OF WORK: DATE: LICENSE,4�1\`\S`� 4�
DESIGN OF SEPTIC SYSTEM UPGRADE 4/18/2019 #AECC884
t
0 11 3 8435Q
in
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v 1
co
1
Lot 1 1 1
1
, 0" .,......0"21g 03•///� 111 �i
g11°08 .........-
septic 1 o rrn a
vents 1 C -
CZ
s deck ry ' ., > cr.
3. l.c cn p.
°• 2 Story Frame I m
\ 1m w m
\\ :; 7').0 11� CI 1
Lot 2 ^ 1
2y0 1
1
V. • "aaphdt `iiiiim.s: ., 1
Lot 5 IL 30
>,, 1
"
W 215.93
S79°46'19I
Lot 3
�\\\
`� � ' AS-BUILT NO CORNERS SET THIS DATE
/ .c OF •A‘...,(4 1 I hereby certify that I have performed a Mortgagee's inspection
i P•• • `A •s/r- �, of the following described property:Lot 2.Block 7.
th •'9THUNDERBIRD HEIGHTS SUBDIVISION.ADDITION No.1
°•i"°4,�) 00 Anchorage Recording District,Alaska,and that the-e� Y tiJ improvements situated thereon are within the property lines
A and do not overlapor encroach on theproperty lying
Walatka:,ff �
• I, adjacent thereto,that no improvements on the property lying
rF•• 3255 - S •• , - _ adjacent thereto encroach on the premises in question and
i 4c`0 • . • or* that there are no roadways,transmission lines or other
A4 •J`' visible easements on said property except as indicated
"— 40' 1 oFEssior+►� ` hereon.
SCALE: 1 1%xs..N.N.' Dated at Anchorage,Alaska
this 15th day of April ,2016.
EASEMENTS OF RECORD, OTHER THAN
THOSE SHOWN ON THE RECORDED FRED WALATKA&ASSOCIATES
PLAT ARE NOT SHOWN HEREON. RCJ CH (907-248-1666) Engineers and Surveyors
W 11
1 W-4,1 �
V7
1._ I . :I �.:; w �s'y�jkf }rf nr et ,�,'�t)4K �.
IF77
�� J � I _1_ , � .3 ,'d)11��7} � �f, S. q� 1, � � w t ^' !. e�. '{ a f• j' 4
-1-
r a
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a,}
.- f I E _ 1S�n� �!'.li..w f,tk ��• � h>> S yF� ca_,. rt.i7
� �aAl i d �F�S eel if A,
i' f I i k .t �r tib, -F • ���e�t' e'R �k� � ,�' `� . rYY.- ��r�}t /-'( -_
e1.e�' L;1 �r 5 ►, a i d 1�
Ax
by N �r,lr���� G�dj1
1
i
^, MUNICIPALITY OF ANCHORAGE
DEI ITMENT OF HEALTH AND HUMAN SER\ :S
_ Environmental Health Division
825"LI'Street, Anchorage, Alaska 99502, Telephone 2644720
' ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
C Al e =f v , Tp SEPTIC ABSORPTION WELL
Adore>s Ha /n�e FROM TANK FIELD
/
Ynonepl � permit No Nu of Nedraoms WELL `•f/rC [: (U')I/C
sz:_ {Z+r/O $%D / ( / LOT LINE L •r /
LEGAL DESCRIPTION
Lot 'q block s�� air d, "Cl , rr FOUNDATION/ 8 "
I ewromD HangP. Sectionp y r r tines. lounaatron.
AS -BUILT DIAGRAM ISnuw locatron m wen. se uc system. p ope ry
/ omoway water woles. etc I
TANKS
6C SEPTIC ❑ HOLDING
Al.muwcm,er Gapacny m gaeons
�rrf r S'r'r
Atabna� No OI Companmenls
TYPE OF SYSTEM CC
Kl TRENCH ❑ BED ❑ W. DRAIN ❑ OTHER - II iYr r
Depth to P -Pe Dottum Iron! 10,41 oepin Irom original g,aoe ' q e *M
or.g.nal g,aoe %i%'� FT / - FT
Fm added alwve outanal gmdu GrmN ovpm peneatp pre
c i
FT G FT
Guw+ lengtl, Gravel won"
FT 3 FT
Intal atiwrption area I[),stance Detween Imes
SO FT -- FT
Number W idles pipe malenal
*SEf% SO FT Pr/Cy SD,C 31'
mS:xue• h. Date Installed
WELLS
❑ PRIVATE K OTHER Iderttifvl
C,e>mhr.ailun lA.b Lr lot• (:aSrd lu
A,16 f Fi FT
REMARKS:
a Tyle -4- Nr r a .-e / /#I S ,e . Co first
I I I I I + ft±El±
Scale:= �•
/ /O ENGINEERS SEAL
.sj1 �� NY' t «Ot. Q/A•l Ti -a f S e /% % u r��e Inspections Pedolmed by
(' iir;.1a...i Cp d of F fYrn `ir/ e la Data '
cergly that this inspection was pedormed according b all�t��,
Municipal and Stale guidelines In ellecl an this date %A r/t 7
Health Department Approval: Date
72-013 (3,85)
y
. t": {� r.r �_ �� z r=• �ti {_ � _i �r r� {_ � rs c F -1:J { :: �''� �, f=-
DEF'Afi`rME=hJT OP HEALTH (ANC) E.NVIRUN!'L'_IVTAL PROTE!CI'ION
L' 5 L STP.ECT, ANIAIURAGE, Ak:. 99501
:_'64-11
O1•a
166 UF'Ci'r{ADF
l; 1 I: CiI_lEl : 7/(79/137 px o uF;3� �-
f ;Flh I T: I IUME. Euu 1 T Y �o,.. E'x�+voV ^1j
NORr[I CALIFORNIA DLVU
IQALhJU'T CFiI-Ek . CA 99596
Li'ul.a.I F'I;UIIL: :'�`,1-Si)4U
OUDDIVISION: THUNDEEFCE!IF1D, HC;TS. LUT:
BLOCK: 7
11317: 25 TOWISHIP: 16N RANGE; lU
,
'750U (SU. F 1 . Cm ACRES)
c.;:rtify that.: �- sew,:�r<_s and wells a set
1. 1 am ftimiliar with the regUirernents• for on -cite
forth by this MUnicipality of Anchnrage (MOA) and th" State of Alaska.
I will iris;tall the system i.n accordance with all MI:r", ci-idess and re:gUlations,
and in c-0n1pliance with the design criteria ofthus , rrnt.
1 will ,i,iJiFre to all MOA and Stat" of F;lasf.a reiTuir cntn for the sect back:
die,tenc0 fro,(• any e;:isting well, wastewater dispc.s; t y .,ter or public
w,.ragra sys'..e•m on this or, any adjacent or near;.ry 1.
C.
If-'] STATION IS INSTALLED IN AN ARfi-A COVERED By MU . i LJTI_DING CODES,
?! F1) AN ELLCTf:ICAt_ F'EFtMIT AtJD IN fECT10^J huJi�T EJE OI IN_D: (,2) AS-PUILTG
�0;LI_. I'IUt f.,l:- (:pprOVU) WI'THOUr AN LL!--CTRICAL. It,',PLCTTpN r�� I-�.A(1:; CiN`J <�%) THI_
f'-il:1C;AL Wiit1K HUSI PE Cl A L1C.LNSED ELFCTRICIAI.
„! 1C:i171: TIIIMI_. :tJ[TY
r"S;f fl GLS � �`., e� 400,44n
4.
s I
GOF Nh` ��� 3• t
iIV
Ir
y: {.9� Sols r�Mj
up.0yGaEID;JR.� / :•'L(•i.b rock tll'i•
CE-2251 AV.
,+k PtDIISSItl �i� ASBUII.T
k" " ', I Laeb7 «rtity ttut I have led the iallowiett 6e;aibed
t4 C
JtoehoZVVRecording Precinct, Alaska, WAtbetthe tmpravo-',
st Fw..ti .,;• _? } _ : u=u situated thetton xre within the Ilt� and do
ajacent there-
�}':.. asY��L 4 7 •� ut�.tCnoD�pperoeato n RoDpmperty�iaCeeat tLmabo..
encroach on the .premises in Quertion and that there are aao
.,-.... ..: ': roadwayr, bsnI •Talon lines at other visible.ahmerthmts as
acid DroPKO' except as IrAir&W bereaa.. ..; ;.
t •••• ••i '' Dated at LWe'River. 7tlnka
•�4 1; i:iha ,r!.� ut.19 w,..,,t'
,,'�,�i< ��• ",..� r' ..�.•'` • . .. RWERT a JOFOWN
r ati rnr'•+••• '' 1�. •: - SCALL: •r. _ Registered reyor No. saD IS
L YI •`i, ., i' i" - 1^ =�o box 4Z Eai:{e Ricer. ltlaska.
r-. � OF A4�!t
,♦ .••.,
'w�� : (E INEF,FTSi U
i*. 4 TH p�'
;.000 _ ..•... 0000•::. .`
Municipality of Anchorage
e DEPARTMENT OF HEALTH & HUMAN SERVICES �, ••• .......... ••�
825"L: Street, Anchorage, Alaska 99502-0650 U c aEID, Esc �"'1
1,.�.,••CE-2251 `Aw
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: Bon DATE PERFORMED: X3 -87
LEGAL DESCRIPTION: LpTY BtatK %i//�NO[fQ0b Township. Range, Section: TG� oR/w SEL Zs�
IFEETI 4T
1
16
17
18
19
WAS GROUND WATER to
ENCOUNTERED? /V
IF YES, AT WHAT
DEPTH?
Depth to wap After x_30-8
Ueniloring7 Detc
o�/bYl
2
3
e �
SI�L�I 6PMC�
5
• , `.
6
7
sA — iSv�
' '••
8
'
�,zw�utl sn•�D
9
to-
011
it-
12-
121314
13 -
1 4
e,JD
15
16
17
18
19
WAS GROUND WATER to
ENCOUNTERED? /V
IF YES, AT WHAT
DEPTH?
Depth to wap After x_30-8
Ueniloring7 Detc
20 I I PERCOLATION RATE Iminutesmch7 PERC HOLE DIAMETER
u f TEST RUN BETWEEN FT AND FT
COMMENTS fo/L of4%ta 7,4- aii?F✓i .ZaTMC77
PERFORMED BY: 14FG5 19%W/E.✓ 1.f��•�� • "`L— CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: G—TO-pC%
__ 72-0081Rev_4, BS)_
-_-_--ell
-
20 I I PERCOLATION RATE Iminutesmch7 PERC HOLE DIAMETER
u f TEST RUN BETWEEN FT AND FT
COMMENTS fo/L of4%ta 7,4- aii?F✓i .ZaTMC77
PERFORMED BY: 14FG5 19%W/E.✓ 1.f��•�� • "`L— CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: G—TO-pC%
__ 72-0081Rev_4, BS)_
`. l . �'E�Y/A'1_.•4pbfhD6 Cuf+ifMAI)7 ^iA�
.••' ' ..•.f1✓Ei .Sort�.,gi4Ti,�/y. J38'�• '. .. . ' . oa( ,Yr�cs'l� '.
Tom. Fn...+
11 .. .
,r�;... ''bK- c.•' •� Vic. ,i h�+ � ✓\ � �'
r.ts•R
�, ........ .......... •:
CE 2257.; Jr '
I hereby ceitsiy that I haze yed the following daaibed
'•-�=''�-'�:::.'--�=�` -� �' ;� - ,:.�,' 7t��-dam—t� ���•:,a�L./ �w,! 3�
444
wNp.
,� t .. r�`•.. k 1 <: Anchor see Aedi
cornr Psettnet,Ahnks: that the tro
e' t • ,•.s ++ meal situated thereon ate wtthta the�ropert� do
not overlap or encroach on the DroDat71S'tat s diatent them
• t% that no Ira vements to adjacent therok
is . ' . encroach oa the premises In'propert7 and a t there
r wr...w .«..... .�... pr Question aad chat then an m
roads•,ys, tranamiseton !!np of other visible taaert»L os
«�. •. . r •, acid property except as Lotlic ted hereon. .
Dated at Eagle Rt"r, Alaska
t9fA.
—Aay of
•l.. �y ' �:� • moi= �' ..•..
Zti��'cC//����''rr^}}��r1�.:.•+'�•• •i 'r' I{DIIF1ii C...IOSi'ISON
��•�e1 a(•r n`• `rr'r- - _. �;••�• 'r. Reyitterad Land Surveyor No•°°v'
,.:IFIED SYSTEM ASTM D-2487
T';i.'\DERBiRD RTS 1,2117
SAMPLE IDENTITY 4 FT
PISSING x200 SIEVE: 0.70`6
PASSING e 40 SIEVE: 6.10%
PASSING a IC SIEVE: 20.70'.
PASSING . 4 SIEVE: 31.000
FAS$i NG 1i2 IN SIEVE: 43.70'
PASSING 3i4 IN SIEVE: 49.60'.
PASSING I INCH SIEVE: .`,6.90.0
PASSING 2 INCH SIEVE: F,5. GO.
PASSING 3 INCH SIM. 100.00%
BIG IS 0.70 MM.
D30 I 4.00 MM.
D60 IS 28.00 MM.
TII:: LIQUID LIMIT IS UNKNOWN
THF PLASTIC LIMIT IS UNKNOWN
THE PLASTICITY INDEX IS UNKNOWN
r;; 40.00
cc - 0.816
TIM SOILS ARE COARSE GRAINED
T11E SOILS ARE GRAVEL
RETAINED: 5.40%
RETAINED: 14.60%
RETAINED: 10.300
RETAINED: 12.700
RETAINED: 3.90°
RETAINED: 7.30°0
RE':AISED: 28.70°0
RETAINED: 14.400
RETAINED: 0.00'.
THE SOILS ARE POORLY GRADED GRAVEL.(GPI
THUNDERBIRD 11TS 1.2117
TF.STHOLF -
SA>:PE.F DEPT!I - 4 FT
------------------------------------
PFRCC.NT PASSENC 9200 SIEVE 0.7
PFP =:T PASSING 4100 SIEVE 1.6
PERCENT PASSING 9 60 SIEVE 3.1
PERCENT PASSING 9 40 SIEVE 6.1
PERCENT PASSING 9 20 SIEVE 11.6
PERCENT PASSING 9 10 SIEVE 20.7
PERCENT PASSING 9 4 SIEVE 31.0
PERCENT PASSING 1/2 IN SIEVE 43.7
PiTCI.NT PASSING 3/4 IS SIEVE 49.6
PERCENT PASSING 1 INCH SIEVE 56.9
PFRCENT PASSING 2 INCH SIEVE 85.6
PERCENT PASSING 3 INCL[ SIEVE 100.0
UNIFIED SYSTEM ASTM D-2467
THUNDERBIRD L2 BLK7
SAMPLE IDENTITY 9 FOOT
PASSING
#2UO
SIEVE:
4.40%
RETAINED:
30.50%
PASSING
# 40
SIEVE:
34.90%
RETAINED:
21.50%
PASSING
# 10
SIEVE:
56.40%
RETAINED:
7.702
PASSING
# 4
SIEVE:
64.10%
RETAINED:
12.50%
PASSING
1/2 IN
SIEVE:
76.6U%
RETAINED:
9.90%
PASSING
3/4 IN
SIEVE:
86.50%
RETAINED:
1.40%
PASSING
1 INCH
SIEVE:
87.90%
RETAINED:
12.10%
PASSING
2 INCH
SIEVE:
100.001
RETAINED:
O.OU%
PASSING
3 INCH
SIEVE:
10U.00%
RETAINED:
0.00%
DIO IS 0.15 MM.
D30 IS 0.38 M.M.
D60 IS 3.00 MLNf.
THE LIQUID LIMIT IS UNKNOWN
THE PLASTIC LIMIT IS UNKNOWN
THE PLASTICITY INDEX IS UNKNOWN
CU - 20.00
CC - 0.321
THE SOILS ARE COARSE GRAINED
SANDY SOILS
THE SOILS ARE POORLY GRADED SAND.(SP)
THUNDERBIRD
TESTHOLE - D -
SAMPLE DEPTH - 9'
-----------------------------------
PERCENT
PASSING
#200
SIEVE
4.4
PERCENT
PASSING
#100
SIEVE
9.7
PERCENT PASSING # 6U SIEVE 19.2
PERCENT PASSING # 40 SIEVE 34.9
PERCENT PASSING # 2U SIEVE 46.8
PERCENT PASSING # 10 SIEVE 56.4
PERCENT PASSING # 4 SIEVE 64.1
PERCENT PASSING 1/2 IN SIEVE 76.6
PERCENT PASSING 3/4 IN SIEVE 86.5
PERCENT PASSING 1 INCH SIEVE 87.9
PERCENT PASSING 2 INCH SIEVE IOU.O
PERCENT PASSING 3 INCH SIEVE 100.0
r^ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
phf
PHONE
f -q6 5
NEW
❑UPGRADE
MAILING ADDRESS
s'507
LEGAL DESCRIPTION
47 �YeY 4�
LOCATION NO.OF BEEDROOMS
1
lyyll
7[f/O
AbsorpUoreB
Duvelbn7
T�Manufacturer
PERMIT 10.70 6/
Material`
.S/FfLLi
No. of compartments
F:ot�
icapacity in gallons
IF HOMEMADE:
tside length
.�-
Width —
Liquid tlepth
.—
DISTANCE TO:
Well
Dwelling
PERMIT NO.
Manufacturer
Material
Liquid capacity in gallons
O
w=
DISTANCE TO:
W 1
Foundation
20
Nearest lot hne
-tic.) '
PE H M I T NO.
O
LL =
�2
No. of lin s
length of a ch hne
Total lenmh of lines
Trench width
inches
Distance between lines
~
p
Top of t7he to finish tirade
w
Material beneath the
8 t inches
Total euffigp/ove at sorption area
/'fo�
W
Length
Width
Depth
PERMIT NO.
U
al-
Type of crib
Crib diameter
Crib depth
Total effective absorption area
�
DISTANCE TO:
Well
Building foundation
Nearest lot line
J
C s =_ /
Dpp)h
Duller
Distance to to hne
PERMIT NO.
W
�
DISTANCE TO.
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
I
PIPE MATERIALS
=ROI'%
SOIL TEST RATING
4�4�
INSTALLER
e
REMARKS
l
o
p
I
�ty„aQ dig
r
7o b� ,er�v�de
I
�I
I
I
I
APPHnOVED DATE LEGAL
7IS2-
72-013 (Rev. 3/781 [%
e...
MIJN I C0I. F L- I TY OF= F r4CTf% JRAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
i 825 'L' STREET. ANCHORAGE. AK. 99501
+- 264-4720
01x4—S I TE SEWER F EFZM I T
PERMIT NO: C 820961 )
APPLICANT PHILIP L JOHNSON
LOCATION INSTALL IN TH#2 AREA ONLY
LEGAL 67 L2,.THUNDERBIRD HEIGHTS
TYPE OF SOIL ABSORPTION SYSTEM
MAXIMUM NUMBER OF BEDROOMS =
THE REQUIRED SIZE OF THE SOIL
SR2 BOX 5507 CHUGIRK 99567
LOT SIZE 999999 SQUARE FEET
IS: TRENCH
3 SOIL RATING CSQ FT/BR)=�
1 / ,
ABSORPTIONJSYSTEM IS: 1
:2aq
CSEF"irwi= "A L_Ef4cwry = 47' C3FZF4N EL GEF"TF-F=
THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR D
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION &N FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION CIN FEET).
FZEQU I FzZaE> TFiNK S I ZE= 1'0010 GFILL_ONS
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE.
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
--- TWO C 2 ] I NSF=>ECT I ONS RFZE FZa MU I FZE[? ---
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM R PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F'EFZM I T EXFF' I FZES E>ECEMBEFZ 311
I CERTIFY THAT
1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS.
SIGNED
ISSUED BY
PPLICANTW PHILIP L JOHNSON
1nTED2
AND WELLS AS SET
ENLARGEMENT IF THE
diz
7Y(
wK Tff-Z V4V4. 0
-'t -E-0. I
.ALINICIPALITY OF ANCHORAGE
• `tet DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
,- 825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED
LEGAL DESCRIPTI
1 a .l.
1
2 Jig
3 rt M
4_&
..
VP
• •..�r -,
8 .'�•� GP)— PAl jrc8ed
�:..� ( Oq a els
10 tiT 11
r --
Orivinml Pets}
-oorl4 9 re�eci
P)- gravQls
it
12
13
14
15
16
17
18
19
20
GM 5J'
gravels
GROUND WATER
ENC tl b
ENCOUNTERED?
IF YES, AT WHAT
DEPTHr
SOI LS LOG •h
❑ PERCOLATION
TEST
DATE PERFORMED:It, Iq tq—z_
ITE PLAN
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
+,9� i _� y ••� eERCOLATION RATE
I as, i.L11, 1�5 •'� e4 •j� r ST RUN BETWEEN FT AND
.01 ti
PERFORMED BY: 1�� A .:°_ CERTIFIED BY: DATE
(minutes/inch)
— FT
12-008 (61791 • 7i/� �' /
A.E,C,S „ INC,
1220 W. 25tH. ATMIUE
NICfIUMGE, AK. 99501
Supplemental Soils Information.��
Subdivision ynde' 1nj&11smock _ 4!
LOT Z LOT LOT LOT
TH 1 TH III TH
IDEPTH DEPTH DEPTH
// (FEET) (FEET) (FEET)
2°pQ"tt��`� 2 2 2
3 w �.S 3 3 3
4 •�• • DOC 4 4 4
5 ;��f \Gr) ASrwelS, 5 5
6 �' • r- 6 6 6
' (GM)9fawJ 7 7 7
8 t)eafocX 8
9 9 I 9 9
i
10 10 I TO 10
f i
,1 „
12 12 12 12
13 13 13 13
14 14 14 14
15 15 15 15
16 16 16 16-
17- 17 17 17-
18- 18 18 18
/9 ' 19 --SO 19
20 20 20 20
Mullicipalfty of Anchor pige
�.� On-Site Water and Wastewater Program
(907) 343-7904 5 ,
Certificate of On-Site Systems Approval
Parcel I.D. 051-581-06 Expiration Date:
'I. GENERAL INFORMATION:
Complete legal description THUNDERBIRD HEIGHTS #1: BLOCK 7, LOT 2
Location (site address) 24536 THUNDERBIRD DRIVE, CHUGIAK AK 99567
Current Property owner(s) PAUL AND MARY FLETCHER Day phone 702-209-8007
Mailing address 24536 THUNDERBIRD DRIVE. CHUGIAK AK 99567
Real Estate Agent Day phone
?. TYPE OF DWELLING:
❑X Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTE'U'VA T ER DISPOSAL:
Individual Well
❑
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
0
Public Sewer
❑
WaiverNariance request for: Distance:
Received by:
COSA to be released to the engineer, unless olherviise requested by the engineer.
Date:
COSA Fee S 5—n 1 Ll i a •5o Waiver Fee $
Date of Payment _ 41,3d 1 P -(J /�+ Date of Payment
Receipt Number _ 13494 c2 i') Receipt Number
COSA#_ Waiver
COV iD-1 9 r
DiscOUNT APPLIED
5. S T A T ENIEN T OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Garness Engineerina Group Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor P,oad, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrev A. Garness Date: I z`f 12-V
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
6. DSD SIGNATURE
System #1 Approved for bedrooms
System #Z Approved for bedrooms
Disapproved
Conditional approval for bedrooms, with the following
#AECC884
\ J'' SOF
ON-SITE
WATER AND
nUASTEV''ATER
PROGRAM
i���)f)►it11i>i''���
Original Certificattrate: c5.' "►� ?�
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist_ Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet_70-10-12.doc 41j,
COSH Checklist
Legal Description: THUNDERBIRD HEIGHTS ##1; BLOCK 7, LOT 2 Parcel ID: 051-581-06
If more than 1 septic system on lot: COSA Checklist # 1 of. 1 Structure served by this system 11
x. ELL DATA PUBLIC WATER SYSTEM
❑
Well log Bled With Onsite (or attached) Well production at time of test n
Date drilled Water storage tank volumi ns
Total depth ft Well disinfected + , coliform test? ❑ Yes ❑ Nc
Cased to ft ❑ C - rm bacteria is Negative
❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND)
❑ Wires are properly protected Ary . r ug/L ❑ Arsenic less than MRL (ND)
Casing height (above ground) _ In. Collected by
Date of flow test for CO Q^ Date of Sample
Static water I „ i at beginning of "test ft.
B. TANK DATA FT STATION
Age of tank(s) <1 years ❑ Requir ' maintenance completed
Tank type/material STEEL Age of lift station year
Measured operating fluid level in septic tank NEW Lift station material
AN Standpipes/foundation cleanout per record drawing Comments-
Date
ommentsDate of pumping NEW
D. ABSORPTION FIELD DATA DEEP TRENCH (1982 & 1987)
Which system tested (date installed) '7"5/67
Adequacy test date 4/15/19
❑ ALL standpipes present per record drawing
Results [DPass For 4 bedrooms
Total measured depth from grade *1 1.7 ft (max)
Fluid depth prior to test **0 in
Measured depth to pipe invert from grade *7.5 ft (min)
Water added 852 gal
❑ N/A – pressurized field
** u
New depth 41 in ,--4v3.2"—
❑ Monitor tubes go to bottom of effective. If not, state
Elapsed time 045 min
depth into effective -a.z
RM Code -required soil cover over field
Final fluid depth **0 in
❑ System presoaked
Absorption rate 600+ gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) NONE
date of test)
Gallons introduced gallons
If yes, enter date
Comi-rents/Deficiencies: 'MEASUREMENTS FOR 1987 TRENCH ONLY. 1982 SUMP= 10.5' TOTAL DEPTH, T TO INVERT, 7.5' EFFECTIVE MEASURED
ADDTIONAL FILL WAS ADDED TO END OF 1982 TRENCH DURING TANK INSTALLATION. DRAINFIELD NOW HAS 3+ FEET OF COVER **64,5" OF
LIQUID IN 1982 SUMP. L.L. DID NOT CHANGE DURING TEST ON 1987 TRENCH. CHECKED L.L. ON 4/22/2020 AND FOUND BOTH MT AND SUMP WERE
DRY. ALL STANDPIPES APPEAR FUNCTIONAL.
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
PUBLIC WATER
SYSTEMI
~'i rivate Tlell on Lot to:
(Please enter
distances if less than required or if community well)
Septic Tank/Lift f."' ^ on Lot
> '100'
Community Sewer Man „
eanout >
100'
Yes
if No
ft
❑ Yes
if No ft
Neighboring Tank > 100'
❑ Yes
if I
ft
ate Sewer/Septic Line > 25' Yes
if No ft
Absorption Field on Lot > 100'
❑ Yes
, if Nn
ft
ling Tank > 100'
❑ Yes
if No ft
Neighboring Absorption Fie]
0'
Animal Containr > 50'
❑ Yes
if No ft
❑ Yes
if No
ft
Manure/Animal Excreta Storage - ,
Comte it y Sewer Main > 75'
❑ Yes
if No
ft
❑ Yes
u ft
From Septic/Flolding Tank on Lot to:
(Please
enter distances if less than required)
Building Foundations > 10'
Q Yes
if No
ft
Surface Water > 100'
Q Yes
if No ft
Property Line > 5'
Q Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
❑✓ Yes
if No
ft
Private Wells > 100'
Yes
if No ft
Water Main > 10'
El Yes
if No
ft
Community Wells > 200'
Yes
if No ft
Water Service Line > '10'
✓� Yes
if No
ft
If septic tank is under driveway comment
below
From Absorption Field on Lot
to: (Please enter
distances if
less than required)
Building Foundation > 10'
[✓ Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No
*5' ft
Wells on Adjacent Lots:
Water Main > 10'
Q Yes
if No
ft
Private Wells > 100'
Yes
if No ft
Water Service Line > 10'
Yes
if No
ft
Community Wells > 200'
Q Yes
if No ft
Surface Water > 100'
Q Yes
if No
ft
F. ENGINEER'S COMMENTS
*SEE WAIVER #WR000054
G. ENGINEER'S CERTIFICATION
l certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
°"� 0 F q �U
A,
CE -7953
aprofessio11Qoo
OAECC884
C 'D --1 m
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o=mo o
mmm-
omn0
0
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m
Z
m ao=r<rn a0) 3 D �0
C) N m w = _
V N m2:
V d N Q'o O 0 -m
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Parcel I.D. _051-581-06
Municipality of Anc
On -Site Water and Wastewater
(907)343-7904
Certificate of On -Site Systems Ap
APR 2 0 2016 M' , L
Expiration Date: 1 —( q-
1. GENERAL INFORMATION
Complete legal description Thunderbird Heights 9.1, Block 7, Lot 2
Location (site address) 24536 Thunderbird Dr.
Current Property owner(s) Alaska Property Recyclers Day phone
Mailing address 5741 Jordan Cir. Anchorage, AK 99504
Real Estate Agent
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER, SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
WaiverNariance request for:
Received
COSA to be released to the engineer, unless
Day phone
requested by the engineer.
Date: `T �i�% /
COSA Fee $ _� ^ Waiver Fee $
Date of Payment 7 �� lG7r��o Date of Payment
Receipt Number O�Jta Receipt Number
COSA# 6SUip 1 Waiver#,t
,I,
TYPE OF WASTEWATER DISPOSAL:
❑
Individual
M
❑
Holding Tank
❑
❑
Community
❑
El
Public Sewer
❑
requested by the engineer.
Date: `T �i�% /
COSA Fee $ _� ^ Waiver Fee $
Date of Payment 7 �� lG7r��o Date of Payment
Receipt Number O�Jta Receipt Number
COSA# 6SUip 1 Waiver#,t
,I,
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal of yed hereto a as of the validation date shown below, I verify that my investigation, based on procedures outlined
in the Certificate of On -Site Systeor pproval Guidelines for this application, shows that the on-site water supply and/or wastewater
disposal system is (are) safe, functions and adequate for the number of bedrooms and type of structure indicated herein. I further verify that
based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply
and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at
the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions
are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone
6. DSD SIGNATURE
System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
Date 4/19/2016
...... .. ..
Steven R. onnone .
CE -8149 ,
Conditional approval for bedrooms, with the following stipulations:
By: wh (�G Original Certificate Date:
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSAbluesheet ° .,
If more than 1 septic system is on the lot:
COSA Checklist # 1 of
Structure served by this system I
Certificate of On -Site Systems Approval Checklist
Legal Description: Thunderbird Heights #1, Block 7, Lot 2 Parcel ID: 051 -581 -06
A. WELL DATA
Well type Public If A, B, or C provide PWSID # AWWU Well Log (YIN)
Date completed Sanitary seal (Y/N) _ Wires properly protected (Y/N)
Total depth ft. Cased to ft. Casing height (above ground) in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft.
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate mg/L
Arsenic ug/L Date of sample: Collected by:
B. SEPTIC/BOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 10/27119$2-7/11/1987
Tank size 1.000,500 gal. Number of Compartments 2=1 Cleanouts (Y/N) Y
Foundation cleanout (Y/N) Y Depression over tank (YIN) N High water alarm (Y/N) N
Date of pumping 4/21/2016 Pumper JR's Pumping
C. ABSORPTION FIELD DATA
Date installed Sail rating (g:p.d.fftz 125SF/BR or ftz/bdrm) System type Deep Trench
Length 29 - 13 ft. Width 3 - 3 ft. Gravel below pipe 8 - 6 ft
` io.0-it6 464 156
Total depth ft.. Eff. absorption area ft? Monitoring tube'y Depression over, field N
Date of adequacy test 4/19/2016 4'
Results (Pass/Fail) Pass For bedrooms
Fluid depth in absorption.field before test 0- in. Water added 652 gal. New depth 39 in.
Elapsed Time: 300 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) No If yes, give date
■
D. LIFT STATION
Date installed Size in gallons
"Pump on" level at in. "Pump off" level at
Datum Cycles tested
Manhole/Access (Y/N)
in. High water alarm level at in.
Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot On adjacent lots
Absorption field on lot On adjacent lots
Public sewer main Public sewer manhole/cleanout
Sewer /septic service line Holding tank
Animal containment areas Manure/animal excrete storage areas
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+ Absorption field 5+
Water main 10+ Water service line 10+ Surface water 100+
Wells on adjacent lots 200+
ABSORPTION FIELD ON LOT TO:
Property line St Building:foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+
Curtain drain 50+ Wells on adjacent lots 200+
Fi COMMENTS
Survey on File=wAwryL oIj-F,1� ,
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Steven Pannone
Date 4/19/2016
COSA canary sheet 2-&15.doc
t -
a,..44.
e+rs%ri )i NAAane-
CE 8149
Municipality of Anchorage
• Development Services Departmen
° Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D. oci-s8i-o6 COSA# (VC1i1/6:F9'
1. GENERAL INFORMATION
Expiration Date: G — /0 -' /
Complete legal description Thunderbird Heights #i Block 7 Lot 2
Location (site address) 24S36 Thunderbird Drive Chugiak AK g9S67
Current Property owner(s) Martin E. James Day phone
Mailing address P.O. Box 87782o. Wasilla. AK 9g687
Lending agency Day phone
Mailing address
Real Estate Agent _Raney Hardman/ReMax Day phone S40-7257
Mailing Address raney alaska.net
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well ❑
Individual Water Storage ❑
Community Class Well ❑
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding Tank ❑
Community On-site ❑
Public Sewer ❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based 'on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Pannone Engineering Services LLC Phone 272-8218
Address P.O. Box 102gs4Anchorage. AK ggslo
Engineer's Printed Name Steven R. Pannone, P.E. Date g�?/ /vvSZ 5—
Engineers Comments: In conducting an adequacy test, l attempt to provide a thorough, conscientious engineering analysis of the system in
accordance with MOA DSD Guidelines R. Regulations. The retorted results describe the performance of the system under the conditions
encountered at the time of the test, and separation distances measured to readily identifiable features.
The operational life of all wells and septic systems depend on the local soil condition, ground water .4 •� OF aa4a
levels that may fluctuate during the year, and the water usage of the family being served by the system. `P�Ir' __4 ' 0
Thesc conditions are outside the control of the evaluator of this system. All systems eventually fail and: I'D '+ �i
00
satisfactory test results do not guarantee future performance of the system, nor do they guarantee that 4' 491„ '� 0
there are no hidden defects or encroachments. PGS can therefore not provide any warranty for future V
performance nor give any estimate of how long the system will Continue to meet the operational j, , 0
requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed 0 (�1 %Ste.en R Ponone? L
above. Any reliance upon or use of this retort by any other person or party is not authorized nor will it ��c% ik•• No. CE 8149
confer whatsoever.
DSD SIGNATURE 44
5
Approved for ___�L bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
PROGRAM
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By:l / //� % K/ 1 �� Original Certificate Date: d
in" 11106)
Municipality of Anchoragc
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program . • x
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYS
TEMS APPROVAL CHECKLIST
Legal Description: _Ihunderbird Heights #a Block 7 Lot fi Parcel ID: oc1•SSi-o6
A. WELL DATA
Well type A If A. B, or C provide PWSID # 2iiir Well Log (Y/N1
Date mpleted
Total depth ft.
Of
Date of test
Static water level
Wel( production �`
WATER SAMPL
Coliform E RE,$tTLTS:
colonies/10
Sanitary seal (Y/N)—
Cased to ft.
WELL LOGj
g.p.m.
Wires properly p ed (Y/N) _
Casing height ego d) in.
AT INSPECTION
n.
g.p.m.
mL Nitrate mg/L Other bacteria Ionies/100 mL
ArsenigY mgd Date of sample: _ Collected by:
B. SEPTICIHOLDING TANK DATA
Tank Type/Material –Steel Date installed IO 27/iZ i 7//S
Tank size (Wrqo gal. Number of Compartments 3 Cleanouts (Y/N) a
Foundation cleanout (YIN Y Depression over tank (Y/N) N High water alarm (Y/N) NIA
Date of pumping ` 1f0 L0 pumper j!' Pumping
C. ABSORPTION FIELD DATA/.55�� 7
Date installed drlSo? 75oi1'raatting (g.p.d./ftZor0bdrm)12S System,type 213eepTrenches
Length 29/a3ft. Width 3 ft. Gravel below pipe 8/6 ft.
Total depth zi.glio ft. Eff. absorption area 464/aS6 f? Monitoring tube Y Depression over field N
Date of adequacy test s/2a/2oao Results (Pass/Fail) Pass For g bedrooms
Fluid depth in absorption field before test ZL39 in. Water added600 gal. New depthZ-21A3 in.
Elapsed Time: }5 min. Final fluid depth 22W in. Absorption rate >= 6o0' ' g.p.d_
Any rejuvenation treatment (past 12 moa (Y/N & type) _No If yes, give date
D. LIFT STATION
Date m lIed
'Pump on' level in.
Datum
Size in gallons
'Pump off level at in.
Cycles tested
E. SEPARATION DISTANCES \
SEPARATION DISTANCES FROM WELL
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic ervice line
Manhole/Access (Y/N)
High water alarm at in.
Meets alarm & circuit requirements?
n adjacent lots
On adjac lots
Public sewer manho eanout
Holding tank
An containment areas Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation s+ Property line S. Absorption field s+
Water main 2s+ Water service line 2S+ Surface water soo+
Wells on adjacent lots N/A
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line *5' waived Building foundation io+ Water main �+
Water Service line 2S+ Surface water loo+ Driveway, parking/vehicle storage 2o+
Curtain drain None Observed Wells on adjacent lots NIA
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that 1 have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Steven R Pannone, P.E.
Date /O✓ SYS
COSA Fee $ -1 1 V
Date of Payment
Receipt Number—
(Rev. 11105)
Waiver Fee $ _
Date of Payment
Receipt Number
;.
� no CF Hi 7'3 +.•
4, gar'-�_�::�.•
Municipality of Anchorage
*A�
Development Services DepartmentBuilding Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D. 051-581-06
HAA# (W -6w -b
Expiration Date: Z2-09-
_Q,-
1.
1. GENERAL INFORMATION
Complete legal description Lot
2; Block
7; Thunderbird Heights #1
Location (site address or directions)
24536 Thunderbird Dr.
Current Property owners) Jim
RobertsonDay
phone 688-2403
Mailing address "-
Lending agency
Day phone
Mailing address
Real Estate Agent Betty /
Ptarmigan
R.E. Day phone 688-2321
Mailing Address PO Box
671109 Chugiak,
AR 99567
Unless otherwise requested, HAA will be held by DSD for pickup.
'7 J$ f a ,Y
2. NUMBER OF BEDROOMS:
4
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual On-site
5:
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
TN
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-
site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances,
and regulations in effect at the time of installation.
Name of Firm S & S Engineering
Address 17034 N. Eagle River Loop Ste.
Engineer's Printed Name Robert C. Cowan
Phone 694-2979
204 Eagle River, AK 99577
Date d'7/0`
y— 1 ROBERT C. COWAN r
5. DSD SIGNATURE
t� Approved for _-4— bedrooms. f9�� •..,,,„,•,„..•• 4'
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
(Rev. OV02)
X Maintenance Agreements
Supplemental Engineer's Report
Other
/ / Original Certificate Date: 7 - G�44
Municipality of Anchorage • •, e
• Development Services Department ,
Building Safety Division
TV
On -Site Water &Wastewater Program ' " `
4700 South Bragaw SL
P.O. Box 196650 'Anchorage, AK 99519.6650
www.ci.anchorage.ok.us
(907) 343-7904
t HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: L,7_ ' i3�' 7�.�n.�or�rY�X ±f<, « � Parcel ID: OS 1 —521 —06
A. WELL DATA
Well type _P0 If A. B, or provide PWSID # z1 1 15 6 Well Log (YIN)
Date completed _ Sanitary seal (YIN) _ Wires properly protected (YIN
Total depth ft Cased to X Casing height (abo round) In.
FROM WELL LOG AT IN TION
Date of test
Static water level
Well production
WATER SAQMPLE�Znies/100ml.
*
Coliform
mg./I.
R
Nitrate mg•A•
fl.
Other bacteria colonies/100 mi.
Date of sample: _ Collected by:
B. SEPTICIHOLDING TANK DATA /
Date installed r 7-11'-97
Tank Type/Material
Tank size/tgal. Number of Compartments 2/I Cleanouts&N) Yew
Foundation cleanout &N) '4_ Depression over tank (Ye High water alarm (Yo o
Date of pumping 6 Z I oq Pumper 5Ct V'-.
C. ABSORPTION FIELD DATA �
Date installed 10- L 9—�il rating (g.p.d./ft? or ft(Ibdrm) I ZS System type G �.R.S
1: 1 /
Length 2 Width 3 IL Gravel below pipe
17 oIft /EH. absor
'ption area 2 Monitoring tube _Y6_9 Depression over field
16
Date
depthate of adequacy test 16 23 0�(`Results (Pass/Fail 0. s For /' bedrooms
t �t
Fiuid depth in absorpticn field befcre test D in. Water added gal. New depth 3 r1 in.
E!aosed i me:131 min. Final fluid decth Z in. Absc r;icn ra a >= j�Dd g.p.d•
Any re;uvenaccn treatment (pas; 12 mc.) (YIN & type) �J[924 iCc',Ow h If ;res, c.re date �'
D. LIFTSTslT1Qt1
Date installed \_
'Pump on" levet at _ in.
Datum
E. SEPARATION DISTANCES
SEPARA
Septic tank/lift station on
Absorption field on lot
Public sewer main
Sewer /septic service fine
'Pump off" level at --
Cycles
Cycles tested
FROM WELL ON LOT TO:
Manhole/Access (YIN)
water alarm level at in.
Meets alar
On adjacent lots
On adjacent lots
Holding tank
manhole/cleanout
SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO:
Building foundation Jg Property line 5 I ?L Absorption field
Water main P 1 4 Water service tine 1 n f t Surface water
Wells on adjacent lots �% Q
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
l'
Property line 'W �✓ y Building foundation /O r'1- Water main �
Water Service line Surface water l r9 U f Driveway, parkingNehide storage
Curtain drain ).Mae 1410uK Wells on adjacent lots
F. COMMENTS
G. ENGINEER'S CERTIFICATION /r{L
1 certify that I have deterined through field inspections and :•
review of Municipal records that the above systems are in
...._..._: W7.,.... ,
conformance with MOA HAA guidelines in effect on this date.
JO
Engineer's Printed Name 04 ktir C. Co "+/J. ��., .:)—JC
Date
HAA Fee S y3o - o Q
Date of Payment G/ 3 o/ o y
Receipt Number O [
(Rev. 12101)
Waiver Fee $
Date of Payment
Receipt Number,
A �s
lit
r
i
t 5.
AS -BUILT
I hereby certify that I have surveyed the following described
property:PJ_r c_P 7
------
`A�,,,e�a^^s'�'�a�., ryi Anchorage Recording Precinct, Alaska; and that the improve-
- t` , mens situated thereon are within the property lines and do not
overlap or encroach on the property lying adjacent thereto, that
no improvements on property lying adjacent thereto encroach
on the premises in question and that there are no roadways,
transmission lines or other visible easements on said property
� • -„ except as indicated hereon.
e, l-{' Dated at Ea le River, Alaska
this ? 37.=� day of 200tb
ROBERT C JOHNSON J>r` ,rr�
'd „r SCALE: Registered Land Surveyor No. grd-LS
l.r- 0/ Box 77-0456, Eagle River, Alaska 99577
1 `> Phone (907) 694-2543
Municipality of Anchorage
• Department of Health and Human Services qau
Division of Environmental Services �✓1
On -Site Services Section 825 "L" Street Room 502
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-4744
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FORA SINGLE FAMILY DWELLING 22� �O //�,
Parcel I.D. 05'11 - s( —ntl) HAA#blIgCCO:-J
Expiration Date:
1. GENERAL INFORMATION
Complete legal description Lot 2 Block 7 Thunderbird Heights #1
Location (site address or directions)24536 Thunderbird Drive
Current Property owner(s)
Jay Smith
Dayphone 753-5550
Mailingaddress % Partners Real Estate/Cindy Wilson; 11940 Business Blvd.
Eagle River, AK 99577
Lending agency Day phone
Mailing address
Real Estate Agent
Mailing Address
Day phone
Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by: W/Z
L
'71X6 loo
2. NUMBER OF BEDROOMS:
4
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑ Individual On-site
X❑
Individual Water Storage
❑ Individual Holding Tank
❑
Community Class /} Well
X❑ Community On-site
❑
Public Water System
❑ Public Sewer
❑
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Certificates of
Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent
professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are
required for the transfer of title (except between spouses) on properties served by a single family on-site
wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners.
Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by
a private or Class C well and may be reissued with new water sample results less than 30 days old. Certificates
are valid for one year for properties served by Class A or B wells or a public water system. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
72-025 (Rev _ 01.001'
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation
based on procedures outlined in the Health Authority Approval Guidelines for the Health Authority Approval
application show that the on-site water supply and/or wastewater disposal system is safe, functional and
adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-
site water supply and/or wastewater disposal system is in compliance with all applicable Municipal and State
codes, ordinances, and regulations in effect at the time of installation.
S & S ENGINEERING
Name of Firm 17034 Eagle River Loop Road No. 204 c y 3 0) -2
- —Eagle River, 99377 Phone
Address
Engineer's Printed Name Robert C. Cowan Date_y o
DHHS SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for
Additional Comments
Attachments:
HAA Checklist Maintenance Agreements
Septic System Advisory Supplemental Engineers Report
Well Flow Advisory Other
By: Gv . d �� Original Certificate Date:
i
Expiration Date: % - .). (� " d
3-025,Rev 01 COl'
Reissue Date:
IV
5.7
�4_
\ ROBERT C. COWAN
tp
oC, •.� CE -eS01
+t
ell
Va
trl•�tZ�.l'...-ev.�.�4�D
bedrooms, with the following stipulations.
Attachments:
HAA Checklist Maintenance Agreements
Septic System Advisory Supplemental Engineers Report
Well Flow Advisory Other
By: Gv . d �� Original Certificate Date:
i
Expiration Date: % - .). (� " d
3-025,Rev 01 COl'
Reissue Date:
Municipality of Anchorage Kt ' E I V E D
DEPARTMENT OF HEALTH & HUMAN SERVICES JUL 25 8000
Environmental Services Division
825 L Street, Room 502 • Anchorage, Alaska 99501 • (90713%8'4NW' ANCHURACE
^NMFNTAL SERVICES DIVI^'
Health Authority Approval Checklist
Legal Description: I©7-2arcel I.D.:
A. WELL DATA
Well type k If A, B, or C, attach ADEC letter. ADEC water system number oZ !7
Log present (Y/N) Date completed
Total depth Cased to Casing height (abov round)
Sanitary seal (Y/N) Wires properl otected (Y/N)
FROM WELL LOG INSPECTION
Date of test
Static water level
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform Nitrate Other bacteria
Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Date installed 7 8� /0 Tank size Number of Compartments ��� Cleanouts (Y/NJ)
Foundation cleanoui N) h Depression (Y/1O N0 High water alarm (Y/N)
Date of Pumping Z�o �/ t/ Pumper
C. ABSORPTIOFIELD DATA
1z i
Date installed /O Z.. Soil rating (g.p.d.lftz q6r 42S OSystem type 1/ze7vG/f
Length.42 yrs Width Gravel thickness below piped ,TL Total depth 1Z
Effective absorption area.4/04 Monitoring Tube presen&N)� �
Depression over field (Y/
-
Date of adequacy test 467-5 MD Results (Pass/Fail) At s Forcn Z Az- bedrooms
Fluid depth in absorption field before test (in.); 2 ® Immediately after gal. water added (in.):
ii/
Fluid depth (ins) Minutes later: 'V Absorption rate = 7 (4009-p.d.
Peroxide treatment (past 12 months) (Y/N) If yes, give date
72-026 (Rev. 3/96)'
Mg
D. LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Cycles tested
E. SEPARATION DISTANCES
*Datum
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer /sept service line
Size in
at*
On adjacent lots
"Pump off" level at*
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation __.J!`- 'f Property line S f Absorption field 5
i
Water main/service line Z.S f Surface water/drainage /0 i-/- Wells on adjacent lots N
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line Building foundation �a �� Water main/service line /12
Surface waterr
_" Driveway, parking/vehicle storage area f
l� _
Curtain drain ��Nf 4,,0WM Wells on adjacent lots /V
F. ENGINEER'S CERTIFICATION
1 certify that / have determined thru field inspections and review of Municipal recorth 0,
` �/We ebaV 9 s are
in conformance with MOA HAAZVI—
elines in effect on this date.
Signature_ '�� ✓ ay��{ir...,.».......t�....%
Engineer's Name �8a✓�R� C, C,3w4l
6yp ` ROBERT C. COWAN
V�0" •.+ CE
-8801 ��-
Date /a Y �0 0 ofsr % r
HAA Fee $ 3rd • row Waiver Fee $
Date of Payment ,.7 a s - CDate of Payment
Receipt Number _0(a6 -%v3 1pp��,�Receipt Number b fob
72-026 (Rev. 3/96)*
S&
July 24, 2000
ROBERT C. COWAN, P.E.
ROBERTA. SHAFER, P.E.
CIVIL ENGINEERS
(907)694-2979
FAX(907)694-1211
HEALTHAUTHORITV
APPROVALS
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
SEWER & WATER
MAIN EXTENSIONS Anchorage, AK 99519
REFERENCE: Lot 2; Block 7; Thunderbird Heights #1 S/D
SEWER&WATER
INSPECTION
Request you issue a Health Authority Approval on the referenced property and
grant a waiver for the separation distance between the north property line and the
leachfield at 5 feet. We do not anticipate any adverse effects to the referenced
ENGINEERING STUDIES
ANDREPORTS property or to adjacent properties.
If you require additional information, please contact us.
WELLINSPECTION
&FLOWTEST Sincerely, ,/pq
SITE PLANS �
o Cowan, P.E.
RCC/mjc
ROADDESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577
S & S Engineering
ATTN: Robert Cowan, PE
17034 Eagle River Loop Rd, 9204
Eagle River, AK 99577 -
July 26, 2000
Subject: Waiver Request for THUNDERBIRD HEIGHTS #1 BLK 7 LT 2
Waiver # WR000054 Lot Line Request for Parcel ID 051-581-06
Dear Engineer
Your request for a waiver of the required 10 feet horizontal separation of the on-site wastewater
disposal system to the lot line has been approved. The approved separation distance is 5 feet.
This waiver approval applies to the current on-site wastewater disposal system and lot line
separation only. Any future upgrade to the on-site wastewater disposal system and lot line will
require all separation distances to be met or another waiver approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office at
343-4744.
Sincerely,
Jeff Poet
Engineering Technician III
On -Site Water Quality Program
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
On -Site Services
Waiver Review Worksheet
WR#: WR000054 PID#: 051.581.06 HA#: HA000326
Date Received: July 25, 2000
Legal Description: Thunderbird Heights #1, Lot 2, Block 7
Engineer: S & S Engineerin
17034 Eagle River Loop Road, #204, Eagle River, AK 99577
Applicant: Jay Smith
Waiver Requested: 5 foot lot -line waiver
Criteria: 1. Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
2. Special Conditions:
3. Other:
Waiver is Granted:
List Conditions or Reasons for above:
Date: 7-;)-6-0 a
Rec#: 06563 Amount: $115.00
k=11 9113
Waiver is not Granted.
By: 1Iz
of Reviewer
Date Paid: 7/25/00
O & E E1 7I NEERI NG & DEVEL O/,AENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 3335240
Russel/ Oyster MUNICIPALITY OF AN¢¢JA�E
694-2774 rr r C' ,,..,x4152
Civil Engineering C/C•T 9 � cj�Z ENVI£..u: -h•A• ; NrvOyl41
Soils & Foundations r Land Development
C U-7 2 6 1932
e RECEIVED
L �T �C_O�-rte 7 1
J TN uu .v0 �QR� I� 'T� E/!o 07Ts
L `h GA JA-t•-tON .Q r✓r0 KNE A T.Zt—&rLNs4Ao,,
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tt1 f1 `� S? /J MA r r r GD t W '"T—M 6c-
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MUNICIPALANCHORAGE
• DEPARTMENT OF HEALTH
&HUMAN SERVICES
Division of Environmental Services
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
`t
CERTIFICATE OF HEALTH AUTHORITY \r
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel l.D.# AAI — (tD HAAn 1�E1�1�,1�1LIL� L
GENERAL INFORMATION
Complete legal description Lot 2• Btock 7;,'Thundeabdn.d Height6 Subd.Ev.c6<on
Location (site address or directions) 94536 T undoeh'nd Diiiyp.�htgk, AK
Property owner
Ma)tk and Veaoniea Dent
Day phone
688-0980
Mailing address 24536 Thundeab.i¢d Wve, Chug.iak, AK 99567
Lending agency
Mailing
Day phone
Agent Rau HebeneA/REMAX EAGLE RIVER Day phone
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 4 y
3. TYPE OF WATER SUPPLY:
Individual well
Community well XXX �'
Public water
694-4200
NOTE: If community well syste`n, provide written confirmation from State ADEC attest-
ing to the legality and statuo f system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site XXX
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025(R. 1/91) Front MOA 421
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I furtherverify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and Inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm
Address
Engineer's signature
6. DHHS SIGNATURE
_ Approved for
Disapproved.
Conditional approval for
Additional Comments
bedrooms.
Phone
Date 5
Y�
top.�.t A. $hntrl • .,,
. • SSU. 14J 1�r •ti: s,
bedrooms, with the following stipulations:
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and theirlending institutions in order to satisfy certain federal and state requirements. Empioyeesof DHHSdo not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025(R".1N1) Back MOAa'tt
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description Ler 2 15L -k 1 '�doAoe�$�aA Parcel I.D.
A. WELL DATA
Well type
Log present(Y/N)
If A, B, or C, attach ADEC letter. ADEC water system number -7-%105(e
Date completed
Total depth Cased to Casing
Sanitary seal (Y/N)
FROM WELL LOG
Date of test
Static water level
Well flow
SEPARATION DISTANCES FROM WELL TO:
Driller
Wires properly pro (Y/N)
AT INSPECTION
� 9
0 j 7
g.p.m. g.rm. ti
�M
Z
Septic/holding tank on lot Zcc 0 ; On adjacent lots
k
Absorption field on lot Zc �� ; On adjacent lots _
Public sewer main
Sewer service line.
WATER SAMPLE RESUL
Coliform
sample:
Nitrate
Public sewer
tank
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed 8Z 1/1187 Tank size 1y0D Td r✓Az Compartments - 3 TDlA-L
Cleanouts&N) Foundation cleanout QVN) Depression (Y4
High water alarm (Ya s,eil
Date of pumping B - 2.S-- W— Pumper T -Z • GB S s osa t_
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK 0:
/ f- .J/
Well on lot Zo On adjacent lots A Foundation
To property line Absorption field S Water main/service line y0
Surface water/drainage LIPD f
72.026 (Rev. 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date Installed
Size in gallons
Vent(Y/N)
High water alarm level
"Pump on" level at
Meets MOA electrical codes
on lot
—Manufacturer
Manhole/Access (Y/N)
mp off" level of
Cycles tested
ANCE FROM LIFT STATION TO:
On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed /J87- /1917 Soil rating 1S �IX4 System type -7; EZ_ Jewel
Length 5 r �3 r Width 3 t Gravel thi,;kness so
�+ r Total depth /61
yltl+ 154 =6 J K' -11
Total absorption area X020 Cleanouts presenteVN)
Depression over field (Y6 Date of adequacy test 3—.2 & '93
Results as fail) t��SS for SJR— I bedrooms
Peroxide treatment (past 12 months) (Y(M 4d k "a J Ak If yes, give date os t,6,
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot 7-.C>6t�- On adjacent lots alp Propertyline lotA_
To building foundation To1@xisting or abandoned system on lot
'mo
��— �1 fol
On adjacent lots o Cutbank he Water main/service line (t>
Surface water \ d bt k
Driveway, parking/vehicle storage area SU
Curtain drain 'JL
E. ENGINEER'S CERTIFICATION
1 certify that t have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
S & S ENGINEERING
Signature '?agl@ River I aap Road Nm 204
Eagle River, Alaska 99577
Engineer's Name
Date i'117' - / f
HAA Fee; / 76 V
Date of Payment �` 3
Receipt Number
12-M (A". 3/91) Back MOA 21 4
Waiver Fee: $ _
Date of Payment
Receipt Number
pF A _`yv
1`
.o.A°JL sh.fa
`,Nu. 1457-F
r•s1
kt�v�».•mow
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE DISTRICT OFFICE
800 E. DIMOND BLVD., SUITE 3-470
ANCHORAGE, ALASKA 99515
Mr. Ray Shafer
S & S Engineering
WALTER J. H/CKEL, GOVERNOR
March 26, 1993
SUBJECT: Thunderbird Heights
Class "A" Public Water System, PWSID 211156
Dear Mr. Shafer:
(907) 349-7755
have completed a review of this office's files concerning the monitoring status of the
above -referenced Class "A" Public Water System and found the following:
1. The last satisfactory Total Coliform Bacteria Sample results was submitted
to this Department on March 1, 1993. This does meet the provisions of 18
AAC 80.200(a), of the State Drinking Water Regulations.
2. The last inorganic Chemical Contaminants Sample results were submitted
to this Department on September 14, 1992. This does meet the provisions
of 18 AAC 80.200(a), of the State Drinking Water Regulations.
3. The last Radioactive Contaminants Sample results were submitted to the
Department on December 1, 1992. This does meet the provisions of 18
AAC 80.200(a), State Drinking Water Regulations.
4. The last Organic Chemical Contaminants/Volatile Organic Chemical (VOC)
were submitted to this Department on June 4, 1992. Based on analysis of
the previous VOC samples results have been satisfactory. This does meet
the provisions of 18 AAC 80.200(a), State Drinking Water Regulations.
Issuance of this letter does not imply that the above -referenced Class "A" Public Water
System is in compliance with other provisions of the State Drinking Regulations.
If you have any questions on the above information, please do not hesitate to contact this
office at 349-7755.
Sincerely,
Michael Lu
Environmental Eng. Asst. 11
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH b HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL H87-0383
OF ON-SITE SEWER AND WATER FACILITY
264-4744
Application Date
1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 2 Block 7 Thunderbird Heiqhts Subdivision
Location (address or directions)
(b) Property Owner Homequity Telephone: Home
Mailing Address
(c) Lending Institution GMAC
Mailing Address
Telephone
Business
(d) Real Estate Company and Agent Connie Bates % Jack White Company
Address PO Box 771699, Eagle River,Alaska 99577
Telephone 694-5500
(e) Mail the HAA to the foltowino address: or: Check here ❑, if hold for pick up.
List contact person and day phone number below.
S & S Engineering
17034 Eagle River Loop Road #204
Eagle River, Alaska 99577
2. TYPE OF RESIDENCE
Single -Family Ox
Number of Bedrooms four(4)
3. WATER SUPPLY
Individual Well ❑ Community ❑ Public ®x
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite Cix Public ❑ Community ❑ Holding Tank ❑
Note: It community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 ^ ?.
72.025 IP" 81861 Front
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glleaH slgl to uolle6gsanul Aw legl Aluan l'molaq UMOl1S alep uonep!len aqi to se pue olaiaq paxlµe leas Aw Aq palllliao sV
NOI1VWilOdNl (3NV V1V0 `HOHV3S Slid'S1S31 'SNO1103dSNl E)NIOIAOHd Wkild E)NIU33NIJN3 'S
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY IW 15
264-4744
Application Date Jatq 14, 1987
1,_ GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 2: Mock 7; Thunden6.i&d Heights Subdivision
Location (address or directions)
(b) Property Owner Home u.it
Mailing Address
(c) Lending Institution GMAC
Mailing Address
Telephone: Home
Telephone
(d) Real Estate Company and Agent JACK WHITE COMPANY/Connie Bates
Address P.O. Box 771699, Eagte Riven, Atasha 99577
Telephone 694-5500
(e) Mail the HAA to the following address: or, Check here In, if hold for pick up.
List contact person and day phone number below.
2. TYPE OF RESIDENCE
Single -Family Q
Number of Bedrooms
3. WATER SUPPLY
Individual Well ❑ Community ❑ Public Q
Business
0,%deAed by Bates
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
OnsiteZ1 Public ❑ Community ❑ Holding Tank ❑
Note: If community well system, must have written confirmation from the State Departmentof Environmental Conservation
attesting to the legality and status.
Page 1 of 2 72-025 M" 81861 From
cove (99,9 "Up 940 -LL
Z to Z abed
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e-%'
] JJMUNICIPALITY OF ANCHORAGE (MOhr
a 3 / ^ \ 17 D 3 THEALTH AUTHORITY APPROVAL (HAA)
I CHECKLIST - FEBRUARY 1984
L861 6 Z lnr 264-4720
N0ISIAIOS3D1n33S1N143WN03IAN3 Legal Description:
L.,r 7-
39tlL'OH7NV 40 Allltld171Nf1W
-TIiJl.11i1614
A. WELL DATA
Well Classification A If A, B. C, D.E.C. ApprovedON)
Well Log Present (Y/N) Date Completed Yield
Total Depth Cased to Depth of Grouting
Static Water Level Pump Set At
Casing Height Above Ground Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N)
Separation Distances from Well:
r
To Septic/Held ng Tank on Lot On Adjoining Lots
To Nearest Edge of Absorption Field on Lot 14-
4 ; On Adjoining Lots
To Nearest Public Sewer Line To Nearest Public Sewer
Cleanout/Manhole To Nearest Sewer Service Line on Lot
Water Sample Collected by ; Date
Water Sample Test Results
Comments '�=�a-gt�QS ID 2111sb
B. SEPTIC/HOtOM TANK DATA
to - Z7 - 82
Date Installed 7-11'87 Size ASOJ re -M No. of Compartments.S�M—
Standpipes6Y N) Air -tight Capsd5)N) Foundation Cleanout:L3�N)
Depression over Tank (YCQ Date Last Pumped % - / o - 87
Pumping/Maintenance Contract on File (Y/N) for
N
Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N)
Separation Distances from Septic/llok4" Tank:
To Water -Supply Well �% � To Building Foundation
To Property Line js To Disposal Field S
To Water Main/Service Line To Stream. Pond, Lake, or Major Drainage
Course / oo -r-
Comments S2 S GFSSFt�o� r?✓r rPi ✓6 SPS`% —02 L
Page 1 of 2
a
72-026111,841
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata Type of System Design �f«
i r i
Date Installed Length of Field
r �
Width o1 Field S, Depth of Field
'c Gravel Bed Thickness 0
Square Feet of Absorption Area ��� 7 Standpipes Present
Depression over Field (YA67)
Results of Last Adequacy Test
Date of Last Adequacy Test % -47 —87
Separation Distance from Absorption Field:
To Water -Supply Well Zoo 1i/
To Property Line �O �
To Building Foundation
Lot
; On Adjoining Lots
To Existing or Abandoned System on
To Water Main/Service Line %o y'o To Cutbank (if present) 6�p
To Stream/Pond/Lake/or Major Drainage Course ✓oe
To Driveway, Parking Area, or Vehicle Storage Area ST
Comments 26116 l5/o.JS 61 ✓Fid e!MC f:;%2— OJ?_l6/JAt_ 2:5�� AJD
T-l��-' —atle- tJffl6p raer7c,J -
D. LIFT STATION
Date Installed
Dimensions
Size in Gallons I Manhole/Access (Y/N)
"Pump On" Level at "Pump Off' Level at
High Water Alarm Level at 4A Vent (Y/N)
Tested for Pumping Cycles during Adequacy Test. Meets MOA
Electrical Codes (Y/N)
Comments
Check Permitted Bedroom Rating Against HAA Request "
I certify that I have checked, verified, or conformed to all OA and HAA guidelines in effect on the date of this inspection.
Signe S ENGINEERING Date
17034 p R ve* OOP ' i Z04
Con�lyRlv*r,AI&s"99577 MOA No. '�� `3
Receipt No. S( --,)o I —oo 1 S -
Date of Payment 1— ac'1 _%-)
Amount: $ IC -XD ck-�)
Page 2 of 2
72024 111,84)
STEW COKPfR. GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION Telephone: (9071
Addmu:
ANCHORAGE/WESTERN DISTRICT Orr ICE
437 "E" STREET, SUITE 303 274-2533
ANCHORAGE, ALASKA Q9501
DATE:__T
1"I„ ZO• 1-11?Ii ZO. I-1Ft 3
PWS 1.0.N zl�/sG
To Whom it May Concern:
According to records on file in this office the tk7 ��17 • '77, ..rfL, 13,. -tel
/;* h Water System is in compliance with the State Drinking
Water Regulations
Sincerely,
1.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION .
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date NAS
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
137 LZ TNUMDERBIRD HEIGHTS Tl6N Al Ul SEC 2S
Location (address or directions)
SOS TNU/YDER AIRD DR.
(b) Applicant NameMERL)N CORM Telephone: Home —688--3283 Business 56/S.31
Applicant Address JOS TNUNAERB)RD Dg CK(IrIA}/{ 5
(c) Applicant is (check one): Lending Institution ❑ ; Owner/builder; Buyer ❑ ; Other ❑ (explain);
(d) Lending Institution Telephone
Address
(e) Real Estate Company and Agent
Address
Telephone
(f) Mail the HAA to the following address:
2. TYPE OF RESIDENCE
Single -Family Multi -Family ❑ Other
Number of Bedrooms 3
3. WATER SUPPLY
Individual Well❑ Community)$ Public❑
Note: If community well system• must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite K Public ❑ Community ❑ Holding Tank O
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 72-02501184)
67 TNUw06R87R0 "HErGHTs
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATIONS'
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
from the Municipality of Anchorage files and from my investigation and Inspection, the on-site water supply and/or
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm -AECS. llil%, Telephone /O
Address 1200 I,v- .33464 AaE _ ' *16 ANC/,, AlS, 95''503
Date
DHEP APPRO'V�A-(L�—(J)
S
Approved for hct2az bedrooms by
Approved �— Disappro a Conditiona —
Terms of Conditional Approval
Date
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered In the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Page 2 of 2
72-025 (1 V84)
OF ANCHXAG:
MUNICIPALITY OF ANCHORAGE (MOANCE: T. OF HEALTH is
Vi'G::::4E� lThL
HEALTH AUTHORITY APPROVAL (HAA FF.CTECTION
CHECKLIST - FEBRUARY 1984 n 1986
264-4720
A. WELL DATA
COMM (/N/ 7 f' #
Well Classification If A, 8, C, D.E.C. Approved (Y/N) _phis /,� 2/1,1:;n6�
Well Log Present (Y/N)
Total Depth
Static Water Level
Date Completed
Cased to Depth of Grouting
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
Comments
I:ml&114idill:Hl40]t [qmmvi;11Zi0
Yield
Pump Set At
— Sanitary Seal on Casi /N) —
Depression Aro Wellhead (Y/N)
On Adjoining Lots
On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot —
; Date
Date Installed Size 1 100 No. of Compartments
Standpipes ON)
Depression over Tank (Yo
Air -tight Caps ON)
Foundation Cleanout (9N)
w. ,Date Last Pumped 7 V f =
Pumping/Maintenance Contract on File (Y/N) / ; for M �/�
Holding Tank High -Water Alarm (Y/N) ��- �Temporary Holding Tank Permit (Y/N)
Separation Distances from Septic/Holding Tank:
y.
To Water -Supply Well 200 14- To Building Foundation
To Property Line js To Disposal Field
i
To Water Main/Service Line to To Stream, Pond, Lake, or Major Drainage
Course ' l 00 i -f—
Comments
Page 1 of 2
72-02b[11;84)
B % L ' rNUN0ER8/RD �I £/Gf/TS
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata Zs Type of System Design TRGNC f><
Date Installed T/SZ Length of Field Z 9
Width of Field 3 Depth of Field
d Gravel Bed Thickness
qg>�
Square Feet of Absorption Area yE y Standpipes Present ON)
Depression over Field (YAq Date of Last Adequacy Test 7/2/Z96
Results of Last Adequacy Test S%} 16 FACTDR L/
Separation Distance from Absorption Field:
To Water -Supply Well 200 t4,— To Property Line !O
i
To Building Foundation 20 To Existing or Abandoned System on
Lot up ; On Adjoining Lots 20"4-
To
Q"4'To Water Main/Service Line �O r 4— To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course /00
To Driveway, Parking Area, or Vehicle Storage Area ZO i�-
Comments
D. LIFT STATION
Date Installed Dimensions
Size in Gallons Manhole/Access (Y/
"Pump On" Level at "Pump O ' evel at
High Water Alarm Level at Vent(Y/N)
Tested for Pumping Cycles
during Adequacy Test. Meets MOA
Electrical Codes (Y/N)
Comments
" Check Permitted Bedroom Rating Against HAA Request ••
Icertifythatl av k_e , erifi d, or conformed to all VOA and HAA guidelines in
effect on the date of this inspection.
SignediJ Date 7 2
Company MOA No. :V�OZY
Receipt No. 10 O ni l)
��� OF A4 Ili++
Date of Payment '8G
��Q•••' yA
iVj: ' �
�o
Amount: $ OU
4 is Srjp0
*
> rmcf4mors dkl I-ETrER Of AN�POvAL Csr ti)
0
o2 sfrc PIAN..•••••••••..
•.,
.�� or a aero, �R 0
,+ CE -2251
Page 2 of 2
`a i
� 'f•/.(�y.,�.c,.�...•' pie
+aa�W�ss
77.026 (11,841
60388
r` r^.
ALASKA NUIROII nTAL COnTROL S6HUICCS, InC.
Engineerinq 6 Enuironmenial Sludies
HOME EQUITY SELLER—LILLIAN EDWARDS
1990 NORTH CALIFORNIA BLVD
WALNUT CREEK CALIFORNIA
94596
LEGAL:THUNDERBIRD HEIGHTS BLOCK 7 LOT 2
ADEQUACY TEST FOR SEWER SYSTEM
ADEQUACY TEST DATE—JULY 21 1986
JULY 25 1986
MCHORAGE
Derp=
^` TM �`
ENVIRONMENTAL. PROTECTION
MUL 2,; lgg;.
RECEIVED
THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 464 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 901 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
3 BEDROOM HOME.
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON JULY 24 1986 .
THIS REPORT DOES NOT VERIFY THE INTEGRITY OF THE PIPING FOR THE WATER
SUPPLY OR WASTEWATER SYSTEM.
OF A
,4000.,
G Rio, JR.
-24BI _.
=
1200 IUrst 33rd Auenur. Suit 6 4 Anchorage. Alaska 99503 9 (907) 5615040
E OF
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
DATE: July 17, 1986
PWS 1.1).# 211156
To Whom it May Concern:
BILL SHEFFIELD, GOVERNOR
Telephone: (907)
Addmu:
274-2533
According to records on file in this office the Thunderbird Heights
Subdivision Water System is in Compliance with the State Drinking
Water Regulations
Sincerely,
//a//, f� ,
ALASKA ENVIRONMENTAL 412 -
CONTROL SERVI( , INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE. ALASKA 99503
(907) 561.5040
JOB 8L2��7_ /_�(D Q gtF o N
SHEET NO 1 OF ��[
1
CALCULATED BY V TLl DATE-1�-
CHECKED BY DATE
SCALE I'/= 20 /
Time
Time
Time
APPLIC NT FILLS
OUT UPPER HAL ONLY
r.mpe ;l owner
(Qo)i L. Uprde5
5/o 7
nnu p
51 j C)OX 5O0 Orrr� Orr�
-7
/Phone
hop�
31`-O�
Mailing Address
FT k
Zip Code j (r
(p 770—
Buyer
Inspect
''p�`J \- _
Address
Zip Code
Lending Institution
/
/�lGzkq �t0ly lc
ENVIRONMENTAL PROTECTION
Phone
Address
' er r
IC Zip Code ]Q
.�7 G
Realty Co. d Agent
( *,CONDITIONAL APPROVAL'
•vw _ - T'7l\ (/r l �(�� �NA'v"`�
DATE If
Phone
Address
Zip Code
Solis Rating
Legal Description
.tat 1OCK
Well Log Received
Street Location
-A IIA, dC/I b;rel
IO • T- 7- A v
Type of Residence
JTZ Single Family
Cl Multiple Family
No. of Bedrooms_
❑ Other
Water Supply
❑ Individual
ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975.
R Community
For wells drilled prior to that date, give well depth (attach log If available).
❑ Public Utility
Sewer Disposal
Individual
Year Individual Installed: _11LL(1
Public Utility
When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
Or AA r
Date
Date
Date
Date
Inspector
Inspector
Inspector
Inspect
''p�`J \- _
Field Notes:
MUNICIPALITY OF ANCHORAGE
DEPT. OF H°.ALTH t.
i
ENVIRONMENTAL PROTECTION
MAR 9 to'-�
RECEIVED
( ) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL
- o
( ) DISAPPROVED
( *,CONDITIONAL APPROVAL'
•vw _ - T'7l\ (/r l �(�� �NA'v"`�
DATE If
_f,
�'�
Solis Rating
Date Sewer Installed
Well To Absorption Area
Well Log Received
Septic Tank Size G U O
Z
IO • T- 7- A v
Well to Tank
rz 023 fro
March 14, 1903
Merlin L. Cordes
SR 2 Dox 505 T -Bird Drive
Chugiak, AK 99567
Subject: Lot 2 Block 7 Thunderbird Heights
Approval for the individual sewer and Nater facilities cannot
be granted until the followinn items have been completed:
° The depression over the sewer system will need to be filled
so that surface water drains away from the sewer system.
° The standpipe to the sewer system need caps on them.
Please notify this Department for a reinspection when the
noted discrepancies have been corrected. If there are any
further questions, please call this office at 264-4720.
Sincerely,
Jim Roberts
Associate Environr. ntal Specialist
I
JR155/p/C1 1
V•
t.p
o JAS